Research Article
Jul 1979

Cellular Bulkheads and Cofferdams

Publication: Journal of the Geotechnical Engineering Division
Volume 105, Issue 7

Abstract

Results of field and laboratory research on cellular sheetpile structures are summarized. Design for both internal stability and overall stability is considered. It is proposed that for cellular bulkheads embedded in sands, neither sliding nor overturning can occur before a cell fails by tilting in the vertical shear mode. Guides for interlock force analysis and selection of lateral earth pressure coefficients for a newly proposed vertical shear model are given.

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Journal of the Geotechnical Engineering Division
Volume 105Issue 7July 1979
Pages: 823 - 837

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Published in print: Jul 1979
Published online: Feb 11, 2021

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Warren L. Schroeder, M.ASCE
Prof. of Civ. Engrg.; Oregon State Univ., Corvallis, Oreg
James K. Maitland, AM.ASCE
Vice Pres., Willamette Geotechnical, Inc., Corvallis, Oreg

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